Investigation of Lateral and Longitudinal Deformation of Submarine Nuclear Power Plant Water-Intake Tunnel on Non-Uniform Soft Soil during Earthquake
Abstract
:1. Introduction
2. Methods and Principles
2.1. Response Displacement Method
2.1.1. Lateral Response Deformation Method
2.1.2. Longitudinal Response Displacement Method
2.2. Equivalent Linear Dynamic Time-History Analysis Method
2.2.1. Viscoelastic Artificial Boundary
2.2.2. Hydrodynamic Pressure
3. Engineering Example
3.1. Project Parameters
3.1.1. Soil Parameters
3.1.2. Seismic Parameters
3.2. Numerical Analysis Based on the Response Displacement Method
3.2.1. Calculation Model
- (1)
- Lateral Model of Immersed Tunnel
- (2)
- Longitudinal Analysis Model of Immersed Tunnel
- (3)
- Free-Field Analysis Model
3.2.2. Calculating Working Conditions
3.2.3. Result Analysis
- (1)
- Interlayer Displacement Angle
- (2)
- Opening value of joints
3.3. Numerical Analysis Based on Dynamic Time-History Method
3.3.1. Calculation Model
3.3.2. Calculated Working Conditions
3.3.3. Analysis of Results
- (1)
- Interlayer Displacement Angle
- (2)
- Opening Value of Joints
- (3)
- Compression–Tension Value and Sensitivity Analysis of GINA Water Stop
4. Conclusions
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
References
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Material | Static Elastic Modulus (E/GPa) | Dynamic Elastic Modulus (Ed/GPa) | Poisson Ratio (μ) | Dynamic Poisson Ratio (μd) |
---|---|---|---|---|
Concrete C40 | 32.50 | 42.25 | 0.20 | 0.20 |
Backfill blocks | 0.26 | 0.52 | 0.33 | 0.45 |
Backfill excavation material | 0.26 | 0.52 | 0.33 | 0.45 |
Moderately weathered biotite granite | 34.10 | 16.80 | 0.20 | 0.34 |
Peak Acceleration | Type of Water Stop | Joint Stiffness Coefficient | Working Condition | |||
---|---|---|---|---|---|---|
Tensile Stiffness 106 (N·m−1) | Compressive Stiffness 106 (N·m−1) | Longitudinal Flexural Stiffness 109 (N·m−1·rad) | Transverse Flexural Stiffness 1010 (N·m−1·rad) | |||
0.15 g | 320-370-51 | 150 | 1342 | 252 | 150 | 1 |
320-370-62 | 207 | 1845 | 345 | 207 | 2 | |
0.30 g | 320-370-51 | 150 | 1342 | 252 | 150 | 3 |
320-370-62 | 207 | 1845 | 345 | 207 | 4 |
Working Condition | Peak Ground Acceleration | Left Side Wall | Middle Partition Wall | Right Side Wall | Code Limit Value |
---|---|---|---|---|---|
1 | 0.15 g | 1/13745 | 1/9188 | 1/7028 | 1/550 |
3 | 0.30 g | 1/10823 | 1/8428 | 1/7039 | 1/550 |
Peak Ground Acceleration | Type of Water Stop | Joint Stiffness Coefficient | Working Condition | |||
---|---|---|---|---|---|---|
Tensile Stiffness 106 (N/m) | Compressive Stiffness 106 (N/m) | Longitudinal Flexural Stiffness 1011 (N/m·rad) | Transverse Flexural Stiffness 1010 (N/m·rad) | |||
SL2-0.3 g | 320-370-51 | 150 | 1342 | 2.52 | 150 | 1 |
320-370-62 | 207 | 1845 | 3.45 | 207 | 2 |
Working Condition | Joint No. 1 | Joint No. 2 | Code Limit Value | ||||
---|---|---|---|---|---|---|---|
Left Side Wall 5 | Middle Partition Wall 6 | Right Side Wall 7 | Left Side Wall 5 | Middle Partition Wall 6 | Right Side Wall 7 | ||
Working condition 1 | 1/11579 | 1/10154 | 1/11000 | 1/10645 | 1/9429 | 1/10233 | 1/550 |
Working condition 2 | 1/15349 | 1/12692 | 1/14043 | 1/13469 | 1/11786 | 1/13018 |
Joint | Working Condition | Type of Water Stop | Maximum Opening Value under Dynamic Condition | Maximum Opening Value under Static Condition | Comprehensive Opening Value |
---|---|---|---|---|---|
Joint No. 1 | Condition 1 | 51 | 0.797 | 0.0496 | 0.8466 |
Condition 2 | 62 | 0.611 | 0.0496 | 0.6606 | |
Joint No. 2 | Condition 1 | 51 | 0.486 | 0.0014 | 0.4874 |
Condition 2 | 62 | 0.379 | 0.0014 | 0.3804 |
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Zhao, J.; Qian, B.; Gan, C.; Wang, J.; Peng, Y. Investigation of Lateral and Longitudinal Deformation of Submarine Nuclear Power Plant Water-Intake Tunnel on Non-Uniform Soft Soil during Earthquake. Appl. Sci. 2024, 14, 5565. https://doi.org/10.3390/app14135565
Zhao J, Qian B, Gan C, Wang J, Peng Y. Investigation of Lateral and Longitudinal Deformation of Submarine Nuclear Power Plant Water-Intake Tunnel on Non-Uniform Soft Soil during Earthquake. Applied Sciences. 2024; 14(13):5565. https://doi.org/10.3390/app14135565
Chicago/Turabian StyleZhao, Jie, Bo Qian, Changjiang Gan, Jianshan Wang, and Yanli Peng. 2024. "Investigation of Lateral and Longitudinal Deformation of Submarine Nuclear Power Plant Water-Intake Tunnel on Non-Uniform Soft Soil during Earthquake" Applied Sciences 14, no. 13: 5565. https://doi.org/10.3390/app14135565
APA StyleZhao, J., Qian, B., Gan, C., Wang, J., & Peng, Y. (2024). Investigation of Lateral and Longitudinal Deformation of Submarine Nuclear Power Plant Water-Intake Tunnel on Non-Uniform Soft Soil during Earthquake. Applied Sciences, 14(13), 5565. https://doi.org/10.3390/app14135565